I never posted a comment on TH-cam . But your explanation deserves it ⚡. Hope your video reaches out every student who are struggling to understand the SF and BMD 😊.
Hello boss you have done ✅ a very good work for you've explained to my understanding such that I can now deal with such questions. Thank you very much am very greatfull. Am in 🇬🇭
@7.07 4KN force was acting upward so negative. @7.52 4Kn force was acting downward so it should be positive. How did it change its sign? We consider hogging and sagging concept in Moment calculations but what is the concept behind taking clockwise and anticlockwise in shear force consideration?
You are welcome please share my videos with your friends th-cam.com/play/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R.html Playlist for Cantilever, Overhanging and simply supported beam problems. Please refer
Sir thank you so much 🤗☺️. You are indeed a life saver 😉. Please I want to ask if the forces acting upwards can also be expressed as positive and moment in anticlockwise direction can also be positive?
Sir at point A u have a reaction support of 4KN and it is in upward direction which means it will be -4. why didn't u consider that support reaction while calculating SF at A?
A Semply a Supported beam of Span 6m carries a Point load of 4KN and 2 KN at a diatance 1 m and 3m from the left end of the beam. Draw SFD & BMD and Calculate Max. B.M.
For the value of Shear Force in A will come zero not only the previous answer 4 is wrong it should be like 4-4 = 0 previous answer and RA value -4 then the answer of Shear Force in A is zero it is correct. The value of Shear Force in A is -4+2+4+2-4 = 0 (OR) 4-4 = 0 this is the correct answer
@@prannoychand2669 it is because the forces acts in that way to balance themself just remember that whenever you r exerting upward for on one side it is -ve however on the other side you need to consider it positive.
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Here comes eng students one day before exam😂
LMFAO that’s me right now I have an exam @ 9am it’s currently 00:12
Sahi bole bhai
Mera bhi kal exam h
Haha so true.
🙆
4 hours before the exam
I never posted a comment on TH-cam . But your explanation deserves it ⚡.
Hope your video reaches out every student who are struggling to understand the SF and BMD 😊.
Highly recommended video for this subject
Thank you please share my videos with your friends
Hello boss you have done ✅ a very good work for you've explained to my understanding such that I can now deal with such questions. Thank you very much am very greatfull. Am in 🇬🇭
Thank you so much sir for this awesome video.
Crisp and useful content 🔥
Very good
Good technique for teaching
we required new videos as like this
Thank you sir
finally I understand
I not understand in college and coching. but your one video 🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏
Clear explanation for beginner like me. Good explanation sir. Thanks a lot.
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You can watch my playlist in which i have started tutorials of sfd and bmd right from begining
Aww God bless you you have given us a better understanding
Hello sir, i'm student Civil . When i see this video i 'm very clear .Thank you
Sir because of ur video I did and passed on the mom exam
T q very much sir
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Thank you sir,more enjoyable and easy from your step by step explain
Nxt sem in b.tech 🙏 solid mechanics, to be continued sir
Thanks for your video sir. Super ga chepparu.
Aap jaisa duniya me koi bhi nahi
You are appreciating me or depreciating??
This just saved my life. I'll be damned if I dont leave a kudos comment to you! while also liking and subscribing!
Excellent explanation
Thank you sir
Very helpful. Amazing teaching
@7.07 4KN force was acting upward so negative.
@7.52 4Kn force was acting downward so it should be positive. How did it change its sign?
We consider hogging and sagging concept in Moment calculations but what is the concept behind taking clockwise and anticlockwise in shear force consideration?
I was wondering the same thing
You are a LEGEND. Thank you so much
Please support the channel via "super thanks"
Very helpful video and clear explanation
Ur way explanation very nice it's very useful us
Can u plz tell how prepare this subject
Super sir go onnnnnn thanku your valuable videos
You are welcome please share my videos with your friends
th-cam.com/play/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R.html
Playlist for Cantilever, Overhanging and simply supported beam problems. Please refer
Thank you sir your explanation is very well for me ..... Now this is easy for me to do the math 🙂❤️❤️❤️
" Super Thanks " please...
@@ReferenceBook
math?
why SF at A is not zero? I mean why we ignoring RA while calculating shear force, please reply sir
Thank you sir.. Best easy process for us.... Thank you very much sir 🙏❤️🙏
th-cam.com/video/fRyUf-GY754/w-d-xo.html.
Thank you for the good teaching . I’ve learnt
Most of teachers confused us thx too you
th-cam.com/video/fRyUf-GY754/w-d-xo.html.
Thank you soo much sir the way you explain the problem that was simply bro thnks ones gain bro
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Here comes eng student 2hr before exam🤣🤣
Great explanation,
Thaq Sir, good explanation and explained in a is way to understand
th-cam.com/video/fRyUf-GY754/w-d-xo.html.
great explanation 🔥Thank you so much
Hi teacher I like your class 👍👍🌹
Extremely helpful
Very good lecture sir
I don't understand the sign convection
👌👌Explanation Sir...
Thank u sir...
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Nicely explained
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I really enjoy it sir, please also teach deflection of beam please
Sir thank you so much 🤗☺️. You are indeed a life saver 😉.
Please I want to ask if the forces acting upwards can also be expressed as positive and moment in anticlockwise direction can also be positive?
Thank u very much.... From the depth of my heart.
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🤬🤬🤬🤬
SFD galat bnaya h
Sign convention galat liya h usme
SFD mein BMD wala sign convention use kr daala h🤬🤬🤬
Well Explained !!!
#cstechguruji nice content
It was very helpful 👍
Thank you please share my videos with your friends
Thank you brother
@8:32 SF at A is 4-4=0KN
11:20 check this exp bro
Thank you so much!!
Today is my exam and leaning the concept now so I can fill my paper irrespective of the question
In S.F sign is positive when act from downward side and when force act from upward that is negative
Thank you❤
Me 1 hour away from a test
Sir u had explain very good
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Thank youbso much brother
Everything is fine apart from the shear force at point A, why didn't we add RA??..
Sir at point A u have a reaction support of 4KN and it is in upward direction which means it will be -4. why didn't u consider that support reaction while calculating SF at A?
It's 4kN and then you subtract the 4kN to get to 0kN.
Try the example starting from the right.
A Semply a Supported beam of Span 6m carries a Point load of 4KN and 2 KN at a diatance 1 m and 3m from the left end of the beam. Draw SFD & BMD and Calculate Max. B.M.
Hatts off you sir 🙏🙏❤️
excellent🎉🎉
Helped alot thank you😁
2 day before exam
SAME TO ME ALL THE BEST BRO YOUR EXAMS 😊👍✨❤️🩹
Helpful ☺️
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Thanks
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Bahut bahut thanku sir
Thank u so much
Thanks 😊
good explain
Nyc
Super thanks 🎉
appreciated
For the value of Shear Force in A will come zero not only the previous answer 4 is wrong it should be like 4-4 = 0 previous answer and RA value -4 then the answer of Shear Force in A is zero it is correct. The value of Shear Force in A is -4+2+4+2-4 = 0 (OR) 4-4 = 0 this is the correct answer
Thank you very much sir
Nice 😊
I am here about 3 hours left in exams engineers 😂
Thanks u sir
Please cross-check that bending moment at c
Sir in sagging we should take sign as positive then how u took it as negative?
Tnq🥰
Tq sir very well explained
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THANKYOU sir..
Come on guys one day before exam✌️😂
Thank You Sir
Thank you sir 😊
th-cam.com/video/fRyUf-GY754/w-d-xo.html.
Can you plz take some moments diagramm?
why there is no force between E and A can’t you see there is a reaction force of -4KN
Tq bro well said 👍
Very nice sir... It's very easy.. thanks 😊🙏
thanku very much sirji
thnks
Kal meri exam he aur me 2x me video dekh rhi hu 🥲
Super sir tq for ur help
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@@ReferenceBook I already share with my friends
@@statuskaraanonlymv592 ok thank you
super sir
10 minutes before exam
Thanks sir🙏
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Legends come just before the exam 😂
nice
Thank you please share my videos with your friends
@@ReferenceBook okay 👍 Sir
At calculation of SF a it also has the reaction force of -4 kn , why it's not taken into consideration ?
can anybody answer???
@@prannoychand2669 it is because the forces acts in that way to balance themself just remember that whenever you r exerting upward for on one side it is -ve however on the other side you need to consider it positive.
👌👌❤sir
Thank you please share my videos with your friends